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HomeMy WebLinkAboutProduct ApprovalProduct Approval (3) _ J 2, 3)5, -7 MIAMIDADE File Copy _ MIAMI—DADE COUNTY ® �- fu-606� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONONIA W:O® Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION rj���,//�� VV 1��i T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE COMPLOANCE www.miamidade.gov/building Regency Plus,Inc. ST. L CIE COUNTY 2000 Locust Gap Highway Mount Carmel,PA 17851 BOCC 18 2f SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series`15305 Tilt" White PVC Double Hung Window- APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 10 of 10,dated 01/12/09,with revision K dated 04/29/20,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, P,E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 18-0918.04 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. IBM NOA No.20-0512.01 CMIAMI&IDAvb COUNTY Expiration Date: May 06,2025 P 1 Approval Date: June 04,2020 , T5/27/20 Page 1 Rmency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05) 2. Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 18-0122.11) B. TESTS 1. Test reports on: 1) Air Infiltration.Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by.National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2,dated 10/02/08,with revision dated 01/08/09,and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC '5t" Edition (2014), dated 06/01/15 with revision dated 09/01/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Perez,P.E : Product Control Ex iitnlr', NOA No.20-6 12.0 Expiration Date: May 06, 25 Approval Date: June 04,2020 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. ' (Submitted under NOA No. 18-0122.14) 2. Laboratory compliance letter in the Test Report No. N.CTL-110-11422-2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05 3. Letter from manufacturer requesting a 1-year extension to allow time to,perform verification test, dated 06/11/18, signed by Tony Procopio,.Plant Manager. (Submitted under NOA No. 18-0122.14) 4. Testing agreement letter dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. (Submitted under NOA No. 08-1118.10) G. OTHERS 1. Notice of Acceptance No. 18-0122.11, issued to Regency Plus, Inc. for their Series "5305 Tilt"White PVC Double Hung Window—L.M.I., approved on 03/08/15 and expiring on 05/06/19. Manuel Perez,P.E. Product Control Ex m r . NOA No.20- 512.0 Expiration Date: May 0 , 25 Approval Date: June 04,2020 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 04/29/20, prepared by PTC Product Design Group; LLC, signed and sealed by Robert J. Amoruso; P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2).Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201794 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced.Entry Test,per FBC 2411.3.2.1; and TAS 202-94 along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window,prepared by National Certified Testing Laboratories,Test Report' No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A:Reed,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)•Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.-1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5205 outswing vinyl casement window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-110-22725-1, dated 02/14/20, with revision 01 dated 04/07/20, all signed and sealed by Joseph A. Reed,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with-FBC 5tn Edition (201.4), dated 06/01/15 with revision dated 09/01/15, and revision 1 dated 04/29/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,P. Product Control Exa imr NOA No.20-0, 12.0 Expiration Date: May 06, 5 Approval Date: June 04,2020 E-3 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol©Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 3. ENERGI Fenestration Solutions Data Sheet for compound product No. 3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance; complying with FBC 6t1 Edition (2017), and of no financial interest, dated April 30, 2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section, dated May 15, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0918.04,,issued to Regency Plus,Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 10/11/18 and expiring on 05/06/20. 2. This is a one-year approval, subjected to successful verification test. r r Manuel Perez,P.E..' Product Control Exm r NOA No.20-0 12.0 Expiration Date: May 06, 25 Approval Date: June 04,2020 E-4 GENC 1i PLUS, INC. C• o m W SERIES 5305 TILT VINYL DOUBLE I-IIJING WINDOW WINDOW Q m a LAIIGE MISSILE IMPACT � °W ~" Mo INSYJYiL3HIO1® t51NHOYYE'-YS9Y^lSilL .- _..,.._.. _. _. _. __ ... ,., _. .,.. _a NOTES: 10 �c 7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEAIASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRET6'MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL.WHEN 1X BUCK IS.USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE m m o DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR.MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR o MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ti O 'a 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTLA 1 0-114 2 2-2,DATED 10102108,WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03112M BY NATIONAL CERTIFIED 0 P`� { TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD E.RUPP.FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.190312. Z 5. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMWADE NOA. ^ 5.2. REINFORCEMENT: ?C9 n= m vi Y I 52.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X O:OG THICK Fy=30-60 ksi&Fu.=.37,5-68:7:ksi)-SASH PERIMETER N=^W m r 522. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. ¢0.m 1 w= j a0w 01W- n 6. GLAZING; _ Y I-�p O 6.1. GLAZING DETAIL AS TESTED: 2(nixc3 Z 6.1.1. OVERALL:718'NOMINAL INSULATING LAMINATED GLASS. < o J y E 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR w OJ > PN 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. o H 6.1A SPACER TYPEISIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE,SS-D). N P: u 8 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER'AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID-VINYL GLAZING BEAD. ,n Q 6J¢ 62. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITIONOF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL.BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER GASKET MATERIALS SHALL BE EOPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ m 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE tl4". e 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1X'FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 101AINIMUM EMBEDMENT INTO CONCRETE WITHA 1/2"MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT Robert s.A otmo,P.E. INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+I-V TOLERANCE. Florida P. No.49752 10. ,FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �peppr� 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TOACHIEVE A 1 9i8 MINIMUM EMBEDMENT INTOSUBSTRATE e9. rr WITH 718"MINIMUMEDGE DISTANCE AND MINIMUM ANCHOR TO-ANCHOR SPACING OF 2.ON-CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE;+/-V TOLERANCE. 10.2. #14 FLATHEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION t7' WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING or 2"ON CENTER.LOCATE ANCHORS AS _ - (a0 '$�r 2 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 1 NOTES 11.... FOR ANCHORING INTO METAL STRUCTUREASE 04 FLAT HEAD SHEETME.TAL.OR.SEI.F..ORILI.ING.SCREWS.(SMS)WITH;SUFFICIENT E 3 . 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) �Y 'I 7l ro LENGTH TO ACHIEVE THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE'DISTANCE AND 3" `'ELEVATION AND ANCHOR LAYOUT(SMSITAPPING/SELF=DRILLING SCREWS)' MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION -�- -----•DETAILS:.ANCHORLOCATIONS HAVE+1--VTOLERANCE-• q__._,.._- f VERTICAL-•SECTIONS-COMPONENTIDA GLAZING DETAIL• -..-_.--._._. ___. _ ✓ 1 G ' 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION.RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION >•t5ct:11s��''- 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY SUBSTRATE,ANCHORAGE INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE j VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE.&INSTALLATION NOTES PRODUCT REVISED MINIMUM STRENGTH SPECIFIED BELOW: - s plying with the Florida Bulldl�g Code 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE Nan-No. 20-0401.16 13.2.. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 8 ANCHORAGE E.!ration Date?,Q413 012 0 2 5 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF BY,�..lVl p _11f,� 13A. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI I Fu-45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM. 9 COMPONENTS Ix1a-m Pada Pr duSt1.jbt.1 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 1 BILL OF MATERIALS&COMPONENTS SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW ry- m s3"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING Q WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE m , = I 49I'VTOPSASH (CONCRETE SCREWS) _� mLL } WIDTH ma oA � 1W IW.•N _. ... .. _.. . 45 1"TOP _.._...... .. ... .. ....._., , .. _,..,___,.,....�.. :. _o�..a�. a u� Wa SASH o ti�W D.L.O.WIDTH 3"FROM CORNERS " @ HEAD&SILL TYP. Y C B 4 6 6"FROM JAMB CORNERS TYP. g o 0 0 0 2"O.C.TYP.FOR a �� II WOOD SCREWS. 00 o/ 32 "TOP D 4"O.C.TYP.FOR z 36 SASH P D o X I SASH 8 u X 8 CONCRETE SCREWS. < w 77"MAX. 5 5 D.L.O. C zI.- FRAME HEIGHT 8 / HEIGHT 8 8` 3:,.- a d] f Y HEIGHT ,� 14�"O.C.MAX.TYP.WOOD y x<�g m z Meetin Rail �, m ,�. 4 SCREWS a��Iw 9 .e . woo o " 13 4'-"O.C.MAX.TYP. ,y o u. 36�„ u v 4 33!'BOTTOM TYP.EACH SIDE u u CONCRETE SCREWS U-o�¢ S$F BOTTOM 5 5 SASH OF MEETING RAIL p o�>Z R$ D.L.O. o J¢ SASH ' X X o t=z ' Men. j HEIGHT I /� HEIGHT �� /// INSTALLATION NOTES: N mo $ 1. HEAD AND SILL ANCHORAGE THE SAME. mj 89dw q 2. JAMB ANCHORAGE SAME. hw 4 15 s O.C.TYP. g 3, +/-V TOLERANCE ON d"^ DETAIL 1 @HEAD&SILL ANCHOR LOCATION. y a° 46';6"BOTTOM (SEE SHEET5) 3.1. TAPCON MINIMUM Ronn�•joo•P.E. SASH SERIES 5305 TILT VINYL DOUBLE,•HUNG SPACING IS 4"OC. Florida P.E.No.49752 D L.O WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING a L, jpME r 506"BOTTOM "EXTERIOR MEIN=ANCHORAGE: SCREW MINIMUM SASH WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC: R0 45752 WIDTH �: 4 SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:. T � r 1l °r HUNG-WINDOV!!WINROW- 1. ONE(1}TRIANGULAR SHAPED WEEP HOLEMEASURING.APPROXIMATELY 1/2 WIDE., EXTERIOR VIEW BY 112"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER .~VERTICAL LEG-- _.w DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR.SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR +55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED IMPACT e.11a p y"a with tho N.M. 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 114"AND EMPLOYING A PLASTIC WEEP Noa No. 20-0401.16 COVER WAS LOCATED AT 2-7/8".FROM EACH END OF THE EXTERIOR VERTICAL SILL E=Iratl Dota:.041301202 FACE. er a a Mlam do Producf•Control Q SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW m W 53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR e WIDTH SELF-DRILLING SCREW 491'"TOP SASH - c~i ga p e ti WIDTH m O, - _._ � o u 454"TOP SASH D.L.O.WIDTH 3"FROM CORNERS x ' @ HEAD&SILL TYP. 4 7 6"FROM JAMB < p CORNERS TYP. F 0 co if 2"O.C.TYP.FOR SMS 325"TOP SCREWS. ; 36�"TOP M 9 ^ SASH DJ D.L.O.SASH 8. 77"MAX. HEIGHT 5, 5 z =p m �' FRAME �� �� 1f HEIGHT �� y.x¢WQ 'm z .] m Y HEIGHT ""�..� .�../__� Meetin Rail 1 ®„®„tea.®� Q m '� 9�'O.C,MAX.TYP.FOR SMS }F w oo 2"O.C. �j SCREWS Z�a oZ 36�" I� B h 33 g'BOTTOM TYP.EACH SIDE / (W,() U ZQ E BOTTOM 5 5 SASH OF MEETING RAIL u z Jo �z SASH. X D.L.O: X N Fz a i' HEIGHT - i o HEIGHT INSTALLATION NOTES: M �........ 1. HEAD'AND SILL nW ANCHORAGE THE SAME. Rw A. e w 2. JAMB ANCHORAGE SAME. y a 4 15 O;C.TYP._� 7 3. +/-1"TOLERANCE,ON @ HEAD&SILL ANCHOR LOCATION. DETAIL 1 46y6"BOTTOM (SEE SHEET 5 3.1. SMS,TAPPING OR Roberti.Amom a'P.E. sasH SERIES 5305 TILT VINYL DOUBLE HUNG Florida P.E.No.49752 , SELF DRILLING - D LO WIDTH WINDOW WINDOW SCREWS MINIMUM °a°°0�pp�Eg'1iPaiar, a EXTERIOR SPACING IS2"OC. �oIQ� 50g'BOTTOM STEEL SUBSTRATES 'o® ti SASH t;o 4,9752 WIDTH *: SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: -A Sum G , HUNG=WINDOW WINDOW TRIANGULAR=SHAPED WEEP;HOLE MEASURING`APPROXIMATELY:1/2wWIDE;r. EXTERIOR VIEW BY 1l2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"'WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR i PRODUCT REVISED +55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE.- BUNaingiC�od„nutn"FloNaa IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP Non No• zo-oao�.�s Expires;ion DatcL0413012025 COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL FACE. nnam}paao�tror K IY i CJ D7 I T O Q O eI Cl w EXTERIOR o0 INTERIOR 16 19 oLL o I ...w__- ... 4 O 2 W W 3 8 2 2A 14 17 y i 0 _ O i 2 EXTERIOR 11 INTERIOR ¢ _ " 0 �1 g W 6 o . G G IG 10 2 U 300 DETAIL 1, 14 2. p'N . SHEET 4 J� Z g 11 16 G NG Q � � oEralL 1. N z, 7 VERTICAL SECTION 8' SHEET 4 2 n 2 z mm H y HEAD-COMPONENT ID 31 _ 16 a�j 7 o g �Z W �_ w Oa VERTICAL SECTION awmam MEETING RAILS-CONIPONENT ID w o J N. s I G DETAIL 1. J~ rn. -� ' o2-�O _14 30 1 SHEET 4 C " V N` H F.: t7 g p W ® 5 S f 2 1/2"GLASS-BITE Na 163 WU a 31 7 W� Kt� Wm U."'n'P¢ 13 ;`12 4 7/8" O.A. LAMINATED GLASS CONSISTING OF: WW am�LL INTERIOR EXTERIOR LAMINATED GLASS-,(2) NOMINAL 1/8" I'. a 1 1 1 ��\ ANNEALED GLASS W/0.090" KURARAY AMERICA FWcd RENNa49 P.E.i _33 - a 5, �. o LO )ACE W/ a® $,PE ,d E eER( -STAINLESS EEL SPAC fix° as 1 I INTERIOR 1/8"TEMPERED GLASS "�``��`6 s�• . EXTERIOR INTERIOR i Q, P''° VERTICAL SECTION 1 EXTERIOR13 s ,~�� a SIi L-CdhiP.ONENT ID 00 C _ 2 .._.._........ ....,. ..�...,. - ,CF$de9 0lM0%,L�0-..... .. GLAZING DETAIL 1 PRODUCT REVISED —plying with the Florlda • Building Godo NOA-No. 20.0401.16 ExR!rtion Datee:,D4/30/2025 By !tti•LtF.I' ' Miarn/Pade Product'Go trot e I i � K 0 o Q a U a LL w S� n W s Y ( J INTERIOR LJ 7 16 a r m o 0 12 0 �Z c c U �xa 0 On io MAIL 1N 09 R o - SHEEf 4 Y 0 a ?U' t-SZ m N Y i EXTERIOR a-a-mo Jz i. 10 12 2 14 *,gH�QRIZONTAL SECTION OPPER SASH W o 0 5 z �,e g M JAMBS-COMPONENT ID oo 2 e" c F-w N S�9S� Wl- 31 2 7 16 z U 12 N�, `�b?m wo- INTERIOR a 5 = 0 L P. 1 Robert J.Ammaso,P.F- ,. S - florid.PP.No.49752 IN 1 1 -DErAlL_1. -. " 12A i 0 SHEEP 4 pr DETAIL gM1iSF Oi�G � Na G975� 4 D :O a MASTER FRAME CONSTRUCTION "SrT� ,� 0 .._ .. EXTERIOR _.. F ._ HORIZONTAL SECTION A --SIMILAR) ,°�s'f B�a�,�� (SASFI FR '1GI LONER SASH lest JAMBS-COMPONENTID PRODUCT REVISED a. omplying with tho Florida Building Cod' NoA-lo. 20-0401.16 Fx llrratlon Data- 413 012 025 ey ir�Go- c• Mlam ado Pr ado oduSt' trot Nit m PROPERLY SECURED 1X 1 4 ITW TAPCON #12 OR J14 WOOD SCREW 53 PROPERLY SECURED 1X N m w WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) c 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. m WOOD BUCK PROTECTION BY _ o OTHERS SEE NOTE 3, SHEET 1 EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD �w = E ) BY OTHERS o� r o od 'v bSHEATHIN SEE NOTE 2, SHT. 1 U �rc mLL CONCRETE BY OTHERS 1 1/2" MIN. BY OTHERS ( ) D' (SEE NOTE 2, SHT. 1) o $ J _._.. __ .._EMBEDMENT_ - _ 1 EXTERIOR FINISH #14 WS: 1 1/2" MIN EMBEDMENT m w ao ` BY OTHERS a D m fy.^ 1/4" MAX. W5: 1 3/8" MIN. EMBEDMENT SHIM SPACE } EXTERIOR FINISH T " 1/4' MAX' Y BY OTHERS _LSHIM SPACE PERIMETER CAULK ao 0 0 —,— w. BY OTHERS o d PERIMETER CAULK is o i nQ - BY OTHERSo ❑¢Z_W (I r d `I DID ¢ Z'~ C1�TJ q,- z EXTERIOR IJ 'a;° mVERTICAL SECTION 1-2 aOCONCRETE-SUBSTRATE LLi y¢ HEIGHW INTERIOR VERTICAL SECTION IN WINDOWWp EXTERIOR WOOD SUBSTRATE HEIGHT ¢'off J ery 00 ®-. 8 a' C) os LZ 4: ANCHOR—TO—SUBSTRATE W EDGE DISTANCES ARE 0 W 0 S eD0 nmLL 4 TYPICAL AND MEASURED TO BOTH ' � °a SIDES OF SUBSTRATEftibe LJ Lill . Fonda t J.AmItmo,RE ��_. q �� q coy°j lAfl S rdBp'�d. Qo o __ _ _ �.e ghg�sg P.E.N.,49752 8t8 PERIMETER CAULK 0 O 0 D�_ a@ E BY OTHERS 1/4" MAX. 1/4" MAX. �� �00 `fF �(iJ _[SHIM SPACE "SHIM SPACE �' No 49752 Ste' ;,r ✓ PERIMETER CAULK ° EXTERIOR FINISH —� BY OTHERS 14 11S 1 1 2 MIN EMBEDMENT F BY OTHERS _� #12 WS. 1 3/8 MIN. EMBEDMENT U CONCRETE BY OTHERS v e Sti�TEI �,� _. e .,., ._ .. 1 t/2�"_MIN... . SEE NOTE 2,'SHT:.1 : �, -a o ( ) EMBEDMENT 1 . EXTERIOR FINII WOOD-BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) MIN. BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" I1W TAPCON EDGE DIST. 14 WS: 1 MIN, EDGE DIST." (SEE NOTE 2, SHT: 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR # reaoucr eevYseo SHEET 1 ({i2 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X plying With the Merida WOOD.BUCK BY OTHERS Bunning ceao {�12 OR #14 WOOD.SCREW noa-Ne. 20-0401.16 /' INSTALLATION ANCHOR:53 (SEE NOTE 2, SHT. 1) IEx 1 atl n Date- VERTICAL SECTION e r ° n CONCRE E'SUBSTRATG VERTICAL SECTION By Mlam4ado, Proodu C,trol i�. WOOD SUBSIATE 1 - a a #14 SHEET METAL R SCREW/SELF-DRILLING SCREW 55 3/4" MIN. INSTALLATION ANCHOR c a EDGE DIST. METAL SUBSTRATE 4m (TYP.) BY OTHERS H O (SEE NOTE 2, SHT. 1) f g o m EXTERIOR FINISH----. W a p^ a BY OTHERS - ~ -._m_. ,...,..,_. .,.,,M ........ _. 3 THREADS lal. MIN.`...., _........,. _...._ ,, _. _.._ -... _ e ¢N EMBEDMENT BEYONDa W INTERIOR WALL 1/4" MAX. rc SHIM SPACE Y PERIMETER CAULK U) < BY OTHERS Q �� $ c �O A n LL t� INSTALLATION NOTES: Z 00 1 I'll. WOOD WOOD FRAMING,INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: } F tY - ANCHOR-TO-SUBSTRATE EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING,_ FQ- TYPICAL AND 1.3: ALUMINUM FRAMING,AND Z MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. __ z.0 :3 m C� _.-W°a 9m Y E P SIDES OF SUBSTRATE cn 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE o.a a m Wo z- z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND Ow-1 0 O o CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. >1.- : B VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL W v z Z J e MI:1'AL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND I BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,IX W 0 F j Q om BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o t-W 33 _ INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OR RECORD.DISSIMILAR MATERIALS MUST BE ]"Lu ~¢¢ bEXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THERESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" W W OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE1/4". F,¢ 2 viw u� LL 5. FOR ANCHORING INTOCONCRETE/MASONRY USE 114"FLATHEAD TAPCONS(OS)IMTH SUFFICIENT LENGTH 'TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO CONCRETE WITH1 12"MINIMUM EDGE DISTANCE AND v 0 MINIMUM'EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWNIN a - ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robed J.Am sa,RE 1/4" MAX. ANCHOR LOCATIONS HAVE 4/.1"TOLERANCE. Flwida P.E.No,49752 o Q SHIM SPACE �eleeaeerr . .. . _ _....._...... ._. . ...FOR ANCHORING INTO.WOOD FRAMING OR 2X BUCK,USE ONE OF.THEFOLLOWING. PERIMETER CAULK O DO .6.6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TOACHIEVE A 1 3/6"MINIMUM ..`94i0Q�"SKMES�I N.-.tee BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 71W MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR e�ptt, ��G C'h!S`�•0 SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND'INSTALLATION DETAILS. is ANCHOR.LOCATIONS HAVE+/-1"TOLERANCE. Q" No 48752 6.2. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN UI ELEVATIONS AND INSTALLATION DETAILS. " 'C ANCHORLOCATIONS HAVc+/All -1'TOLERANOE{-.. _ _ ATE OF : _ _, 3/4- MIN.,_, , , ,, _ .--^._�_ �,7__.-FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS o�FS STATE 1 . �✓ h 4 0 ID -__EXTERIOR--FINISH-- --• 3.THREADS-MIN. S'/ BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TOACHIEVE 3 THREADS`IdINIMUM:BEYONO'STRUCTLIREINTERIOR WALC ""'•• °°°eeQaiaf 01%, • - (NP•) INTERIOR WALL WITH 3X'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" SCREW/SELF-DRILLING SCREW METAL SUBSTRATE TOLERANCE. BY OTHERS INSTALLATION ANCHOR 55 (SEE NOTE 2, SHT: 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. Praooucr REVISED ....ng Cd with tha Florida VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANWOR SPECIFIED IN ACCORDANCE WITH Noldlogo 20.0401.16 METAL SUBSTRATE ASTM E2112, Fx l,-t' on to•04/3012025 awl .1atnfpado Prodnt•,rc,nol • t 2X WOOD 4" MAX. m HIM SPACE FRAME BY OTHERS S1 1/4" MAX. SHIM SPACE (SEE NOTE 2, SHT. 1) o < 1 1/2" MIN. EMBEDMENT - CONCRETE ¢ INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY m w u #14 WS: 1 1/2" MIN. EMBEDMENT °_$_ ED #12 WS: 1 3/8" MIN. EMBEDMENT r 54 1/4- ITW TAPCON INSTALLATION ANCHOR m a p N 1 1/2' MIN. EDGE DISTANCE - CONC. W$ w #12 OR #14 WOOD SCREW 53 aU 9 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR V yG—CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. V BY OTHERS w o #12 WS: 7/8" MIN. EDGE DIST. d a p a .Q (SEE NOTE 2, SHT. 1) � c o ti PROPERLY SECURED 1 X ' o PROPERLY SECURED 1X — 4 O Q V WOOD BUCK BY OTHERS p¢ '�., WOOD BUCK BY OTHERS ✓ � d� y1�t•> (SEE NOTE 3, SHT. 1) WQQ ; y ;.f.�L" 1.�Yi Z P I! V Ji (SEE NOTE 2. SHT. 1) C i"� a WOOD BUCK PROTECTION BY ¢ � SHEATHING EXTERIOR f t "` OTHERS (SEE NOTE 3, SHEET 1) t = ?_ BY OTHERS EXTERIOR FINISH' bi.=Q wQ�n z Y EXTERIOR FINISH"JPERIMETER CAULK PERIMETER CAU BY OTHERS a a m �} I` BY OTHERS BY OTHERS BY OTHERS F w�o 5 'w C VERTICAL SECTION W o a�z 4 E. WOOD,SUBSTRATB ANCHOR-TO-SUBSTRATE �Tn� VERTICAL SECTION. W-i�7N. - s. EDGE DISTANCES ARE v CONCRffffil`IASONlRY o g 1=¢ TYPICAL AND SUBSTRATE -o MEASURED TO BOTH a ow $ ' _ 1/4" MAY,. SHIM SPACE SIDES OF SUBSTRATE �0: `o E- INTERIOR SHIM AS REQUIRED wo 59^ti (7 '.Wes' UN'42 #14 SHEET METAL �'O ggT 5§ SCREW/SELF-DRILLING SCREW `' .. a INSTALLATION ANCHOR G RobcrtJ.Anwn+ab.P.E. Rcdda PE No.49752. 70 3/4" MIN. °ds®�eaaae _. .EDGE DIST...(TYP.) . UPPI R SASH JAMBS t°°°°�NWIES SI30WN.SIMILAR ;._. 41�<`<��4cENs O,pG } INSTALLATION FOR s�o' NO 49752 3 THREADS MIN. LOWER SASIIJAMBS. - EMBEDMENT BEYOND INTERIOR WALL L 3. METAL SUBSTRATE BY OTHERS - -= SEE"NOTE 2;�SHT: 1 £XTERIOR FINISH PERIMETER CAULK BY OTHERS as PRODUCT REVISED complying with the Florida BY OTHERS ng Code NOA- NOn-No. -20.0401.16 Ex lmtion Data:0413012025 �.VERTICAL.SECTION 13 - '� MErAL SUBSTRATB Mlam}pado Produet-C,trol a 0 o a v m y b F V. U i¢ em 4 1 MAIN FRAME SASH FRAME SASH GUVER SASH STOP FRA)yiE o �'� w �....., _...., .-----,.. 3 .._.. �_..- _.__._. 4._�....,._.. SLOP.ED SILL_COVER..:.._.___ WHITE"RIGID`PVC"""'_�""` O WHITE RIGID PVC WHITE RIGID PVC COVER . � _ � WHITE RIGID PVC TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.076' w W h a.174" TYP.WALL THICKNESS 0.070" T 3.450"•-� X 0.315 2.731Y' _L 1.656" �)I�,�p - � � .2155" co 0 a7 L_J y 1.000" n n D.565" 1.400" 0 - _I 1.350" 1.635•- p g I►-3.250"--�•� p w z GLAZING LIFTRAIL HANDLE REINFORCEMENT z GLAZING BEAD STOP INTERLOCK COVER POCKET HEAD COVER 10 ci co g WHITE RIGID PVC Q WHITE RIGID'PVC ® WHITE'RIGID PVC O' WHITE RIGID PVC STEEL. N=¢W P e m F Y O TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.076" TYP.WALL T'P WALL m a-'m w I Z ! �0.306" 1 .,JTHICKNESS0.070" THICKNESS0.06 a�woo� Z<VOF¢>j.O0.953" 0:891" 0.914" �� f.-D.2BD" WTYP)_ ' U u q $E .� 0.329 1.722" 0.85" 1.077 o 8 l f. 0.730" W ®EJ$C it 6EmW CAMSWEEPLOCK 0) ® ax�LL t 9 FACE MOUNTED KEEPER ®CONSTANT FORCE STEEL BALANCE °m- STEEL TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" aohercJ.anomu,r.6 I� 1.750" +0.000 Fla"da P:E.No.49752 I -�{I�-o.t5o" osss• _0.100. _ s�`'�tjIkUES y��s, 0.687" - 1.326" 1.220 DIA.MAX. '�.4o��Q;v�GENS�.�itG e 0.070" +0.000 No 4975 O S 2.062" I 1_.885" _0.100 ._. .. _... ... _.._..r_. ... _:.. ,.� sr o � oszs• .PRODUCT REVISED 65 roplying with the Florida 'aullEing Coda NOA-No. 20.0401.16 �c�ratlon Vats• 413A_ OI2.025 Miami-0ado ProdueVC0trol I C Series Tech 5305 Double Hung/Bill of Material ¢ j Item No.I Description Pen Numbers ISupplier Material o From Com onents 1 MasterFmme IV White 7180 Ene it Ro al White PVC 2 m a 2 Sash Fame(Operating gash) NWhhc 1182l77S0 Ener9il Royal White PVC(2) o 'v 3 Sash Cover Head(Keep.,Sash NWhk..107817725 EneryilRoyal White PVC 2 HURRICANE 4 Sash Stop Fmmo Cover N Whito107017736 Enerlillfty2l White PVC(2) o LL H 5 Sloped Sig Cover NWhOe1181 1 773 8 EnerUi/Royal White PVC(2) TILT LATCH o ono =� 6 Glazin Liflaii Handb O eatin Sashes) IV While 106817747 Ena rl Ro al White PVC 2 ' �°�' On E 9 -__ ( es.._.____.._..._ r9L_Ym __..__I1_ STEEL ZINC COATED 7 :Glazing Bead Stop(Operating Sashes) IV White 106717745 EnergilRoyal While PVC 2 x 9'.""'.IntertocKCovorl erdtm Sashes_'" NWli"a 11801772T«"_-`_-"Ene IfRo"al""'"'":,»""-•"Whi6e'PVC 2," .. .,'_ ._. .... .., ...,... ._ ,«_. ..a 9 Pockot Cover Head N1Vh"o.107J17724 Enc it Rd al White PVC 2 N =W Relnlomement -�fO. 0.697" his 10 Operating Sash perimeters l Heavy Reinforcement ST-226.144-0.052 Hygmde Memis _ .06"Galv.(1J 0.176° ¢ it 96x518"TekISashRandorc.mentFast..I W 11759E GLFCor oation 0.323" Y - Weatherstri in 345.210x'.3o0Fin Seal Pocket Cover110731772�41FrarmHead W23303NW000O UttmFab 0.205" 210 x.300 Fin Seal Pocket Cover 11181177381 Frame Sill W23303NWDOOB UK.-Fab - 12A 210 x.300 Fin Seal Sash Fame 1128217710 28217750 00 1 Kee ers-h W23303NW00 UaraFab .21()x.3GOFm Seal Sash Fame 1128 2/1750ILock Sash W23303NW000O UftFab u 210 x.300 Fm Seal Sash Fame 11282177501Lock Sash W23303NW000D UttraFab 0.377 .0.709" -.1 ?6, O .187 x.300 Fin Sealinterlock Cover 1118D 177271Kee rSash W2330INW000O UW.Fab 0.166 --T xa o 128 .187 x.300 Fin Seat Interlock Cover 11180177271Lock Sash W2330INW000D Utta.Fab O 12C 270 x.220 Fin Baal Sash Framo/Sin le Le Screen Frame W112257W0000 Uh.Fab 0.377' O N w t3 13. 20Ox.34OH43UIb SealSash Fmme 1282/7750/LockSash E20718WN2020 U"aFab 1.906 2.260" } >W i§ o 5 Gum Q > 14 Wet Glaie(O cretin Sash 552 Sikatlex BWck 'SIkaUS - - 5.622' rn ZO. 16 Gratin Lock Sash E36627nan 10.9.0 PVB Inlerla er tG Hunicane Laminate bit act Ca,tlatal Z m 00- .16 Operating Keeper Sash E36627mml0.9.0 PVB Inter eriG Hurricane Laminatelm act Cardinal. 0.669" 1.7�_So a Y 17 Grass Baffin Blocks Sash 2N6-eK-0.125-032-06d FrankLowe N=¢„Wj OV z m Z O 0.803" 1.067' O re a m,d 3 18 -Glass GwOk X1E1 eSSS ccr SS-0TYPE F..k ei Stainless Steel J Q 19 Face Mounted Keeper Sleei Truth Hardware lL O W O J Screen Com orients notall com onentslD'edinsectionvbws 1.012" O 0.709' U g❑Q 20 Sin Ie Le From New White 06516NEW192 Shay es Unlimited W U Q}W q 21 Doubb Le Fame t4ew Who. 06E15NEW192 Ska es UnWnited 6 ZU, o E 22 Tension 3 rtrr s 2594 Adept - W �J� J En 23. Fiberglass Screen Cloth Charcoal 160-x 96' 30026OG Phifer - 0.157 Woo 2 j n �E rr 24 Sc IZ S Ene EXFU4116643K Im erialplasticUSA 0.544" o PO Lse az j 25 AluminumCorner Ke s CK252X260 H q cede Metals N to_j ®5 i 26 Screen Clip Clear _H-8041 Product Des-n !t 27 Screen.Cr Clear HJ750 Pmduct Dest n m 1 9 m u Misc.Components,Hardware and Hardware Fasteners not all components ID'ed In section views (13 28 36 lb.3 Cn01984Serius/Constant Force Balance 803836 An-burVITruth dodo 29 N.WU ed nla Pin lL to�'4 oar 30 Hurticene Tilt Latch 1057A-003£W Vision Industries amn" 31 Pivot B..ITShe od Head 6987 Vision Industries D ,32 CAM T Srce Lock 3220SS 4103£W- TalhNardwaa F n .33 .Wee Hob Cover White H-808WRZ Product Des-n 34 Muntin Bar W SW H coda Memrs 31_ PIVOTT BAR Robert J.Amoroso.P.F- 35 Muntin Bar End Pins ._ D58P H cede Metals Florida RE No,49752 36 Interlock Cover(Opemtlng5ash lLockBosh HH-06 VN ICement. - .RHProducts METAL 37.-__Idledock Cover O grotto Sasb/Kee ,Sash.. .. HH-66 Vinyl Cement_ ._._._RH Products....__. ._ _ ._ _.._.. ..... ..,.. _ ,_ __ - `e6%J111111ECp/. 38 Likrail End Caps White 00156-COOI SJL Plastic �A(`ES A!lo4I0� 39 Stain less Steel Staples wa x 112 Sash BEA'80t10 Smith 5lapb ee�t`P•.•`C�NU•;70 40 30PP12-10P50-9116 X1318 X 3 Foam Block WCSII022 Lindenme F•�(� n 41 25 White Balance Plug21300-00077 Lma at •ek ^ Q d e 42 Hurricane Grad es rin CS025 Jamess rin Wire �0.559" �% No 49 43 Accesso Parts lnstaltation Translucent 024.'IX0150010C2 Nova and Silicones : 1 -m 44 Safe Seal lock 322OBS-003-EW Vsion industries - 0.352" -+-0.173" 45 Safe SeaIK r 8292A-003£W Vision Industries I STATE I _ -46--9 5132'4H42ivet.040 I275 Gt1 !Sash PNot Baa.. 112003 - - GLFCo alion>.. 47 0$48x0.850 Fiat Wafer Shoulderl Sash l Hurric2no Latch 137J41 GLF Corporation cos •�Al �"'i",: de Y 8 x 1114"Tek White 1Lncks - 110376 GLF Co anon a•�FS 1•• {J y _,,,_ 49 46x1"Tek Whitel Keepers 116821 _. -0:748"_____--'_-®°-_--•------ °-s S�( �,11;�h." ill31 ' c+ 49 3b x314"Tek/Pan Head e.Un-Shoes 120766 GLF Corporation JrC9gg13tgL11t 51 FSx3l8"Tokl3creenC syyhito 116606 GLF Corporation 52- 012x3-Flat IInstallationScrewe 401168 GLFCorporation 0.368" - InstallationFasleners - 63 10120R014WOODSCREW "I Na I Steel PRODUCT REVISED 1.122" 54 114"ADVANCEOTHRliAOFDRM TAPCON nla Irn ' steel 2.372" -�- a ptyt aq wleh the Florida 55 014 SHEET METAL OR SELF43RILLING SCREW n/a Na Steel sullding cod No... 20.0401.16 (1)Nwde WbIs Spedficnim:AI511 to1=CSTrpnAcod8,30 lul to 5a W Yled St-gtb,G40 GAv12ed exglatlon onto• 413012025 (1)FNOU31 FENESTRATION SOLMONS USA,INC,PER CURRENT IANVNI.OAOE NOrrCE OF ACCEP,ANCE(NOA). By f?(L7Li MiamY�atlo Produ tral